SEMM Reports Series
Parent: Structural Engineering, Mechanics, and Materials
eScholarship stats: History by Item for March through June, 2024
| Item | Title | Total requests | 2024-06 | 2024-05 | 2024-04 | 2024-03 |
|---|---|---|---|---|---|---|
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 152 | 16 | 32 | 48 | 56 |
| 3kz3g18j | Physics-based linear regression for high-dimensional forward uncertainty quantification | 94 | 79 | 15 | ||
| 4k32b2f2 | Revisiting the Chadwick and Lu & Pister models of finite thermoelasticity for isotropic materials | 93 | 14 | 15 | 29 | 35 |
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 66 | 28 | 33 | 5 | |
| 7q6998h6 | Automation of user element generation for FEAP | 31 | 6 | 11 | 7 | 7 |
| 7cc738zv | Static and dynamic geometric and material nonlinear analysis | 29 | 13 | 14 | 2 | |
| 9xj999c5 | A Mixed-Enhanced Strain Method: Finite Deformation Problems | 28 | 2 | 5 | 21 | |
| 9z606324 | Forced vibration tests: North Fork Dam, California, October 1974 | 27 | 2 | 3 | 22 | |
| 9w41761g | Stability Analysis of Axisymmetric Shells | 26 | 2 | 5 | 19 | |
| 9cg8g0ms | SEMM Graduate Program Primer: 2021 | 25 | 5 | 8 | 7 | 5 |
| 9w2235t3 | Ambient Vibration Study of Berkeley Public Library: Report to the Berkeley Public Library | 24 | 2 | 3 | 19 | |
| 9ck933b2 | The Determination of Temperatures Within Mass Concrete Structures | 22 | 6 | 9 | 7 | |
| 9vr0j8ct | A Consistent Formulation of Nonlinear Theories of Elastic Beams and Plates | 22 | 5 | 7 | 10 | |
| 1299s7n3 | SAP - A General Structural Analysis Program | 21 | 11 | 8 | 2 | |
| 7z27m01j | Laboratory test of column-foundation moment transfer connection with headed anchors and shear reinforcement | 21 | 6 | 5 | 6 | 4 |
| 3d606904 | Stochastic finite element methods and reliability: a state-of-the-art report | 20 | 10 | 8 | 2 | |
| 6t82f3gz | Hydrodynamic Pressures on Dams During Earthquakes | 20 | 6 | 13 | 1 | |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 19 | 6 | 13 | ||
| 2dp0684x | On the modeling of restrained torsional warping in prismatic elastic shafts (a full report) | 18 | 4 | 2 | 8 | 4 |
| 7q48p6s2 | Laboratory tests of column-foundation moment transfer connections with headed anchors | 18 | 8 | 10 | ||
| 0002x3n1 | Thick Shell and Solid Finite Elements With Independent Rotation Fields | 17 | 5 | 7 | 5 | |
| 9rd391p9 | Finite Element Formulations of Incompressible Rubberlike Membrane Shells | 17 | 4 | 6 | 7 | |
| 3f56p42t | Large deflection analysis of plates | 16 | 9 | 7 | ||
| 97k7t3xg | Vibration Analysis of Fluid-Solid Systems Using A Finite Element Displacement Formulation | 16 | 5 | 7 | 4 | |
| 8614j2v0 | Anchored nonstructural component response to seismic loading - shaking table tests report | 15 | 3 | 8 | 4 | |
| 9kk567gm | Studies of Concrete for Callaway Union Electric Company, Unit #1, Post Tensioned Reactor Building | 15 | 2 | 2 | 11 | |
| 9tn3b2zb | Large Displacement Analysis of Shells of Revolution, Including Creep, Plasticity and Viscoelasticity | 15 | 5 | 2 | 8 | |
| 9v61q2nj | A Robust Quadrilateral Membrane Finite Element With Drilling Degrees of Freedom | 15 | 3 | 5 | 7 | |
| 0010g576 | Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects | 14 | 5 | 4 | 5 | |
| 87m65837 | A Modified Cap Model: Closed Point Solution Algorithms | 14 | 5 | 6 | 3 | |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 14 | 7 | 3 | 4 | |
| 0187t128 | DRAIN-3DX: Element Description and User Guide for Element Type 01, Type 04, Type 05, Type 08, Type 09, Type 15 and Type 17 Version 1.10 | 13 | 3 | 4 | 6 | |
| 3mq02824 | Numerical Implementation of Plastic-Damage Model for Concrete under Cyclic Loading: Application to Concrete Dams | 13 | 6 | 7 | ||
| 3tf1796m | Finite Element Analysis of Two-Dimensional Structures | 13 | 4 | 8 | 1 | |
| 82q1d1sg | Anisotropic Modeling and Numerical Simulation of Brittle Damage in Concrete | 13 | 4 | 6 | 3 | |
| 8ds3b5kt | Member capacity factors for seismic isolators to limit collapse risks of seismically isolated structure to ASCE 7 stipulated limits | 13 | 6 | 3 | 4 | |
| 91k6d7qj | Shearing Strength of Reinforced and Prestressed Concrete Lift Slabs | 13 | 2 | 2 | 9 | |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 13 | 4 | 5 | 4 | |
| 00w3m1rg | Structural Behavior of a Curved 2-Span Reinforced Concrete Box Girder Bridge Model, Vol. 3 -- Detailed Tables of Experiments and Analytical Results | 12 | 3 | 4 | 5 | |
| 1b550219 | Study of Concrete Properties for Prestressed Concrete Reactor Vessels, Final Report, Part II: Creep and Strength Characteristics of Concrete at Elevated Temperatures | 12 | 2 | 7 | 3 | |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 12 | 7 | 5 | ||
| 8w52p75z | Model Representation of Aging Viscoelastic Materials | 12 | 2 | 1 | 9 | |
| 98w7533r | Review of the behavior of a code compliant structural design under realistic case scenarios of seismic hazard demand | 12 | 3 | 3 | 6 | |
| 9hc108w9 | On permeable cracks in a piezoelectric ceramic. 1, global energy release rate | 12 | 2 | 1 | 9 | |
| 9nr2050k | BIAX: a computer program for the analysis of reinforced concrete sections | 12 | 3 | 3 | 6 | |
| 9qs8h5cc | Concepts and Principles for the Application of Nonlinear Structural Analysis in Bridge Design | 12 | 2 | 5 | 5 | |
| 0p19q7j2 | DRAIN-3DX: base program user guide | 11 | 8 | 3 | ||
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 11 | 6 | 5 | ||
| 95g748gt | Computer Program for Non-Prismatic Folded Plates with Plate and Beam Elements | 11 | 2 | 2 | 7 | |
| 9js2j2d1 | Expansive Cements and Expanding Concrete | 11 | 2 | 3 | 6 |
Disclaimer: due to the evolving nature of the web traffic we receive and the methods we use to collate it, the data presented here should be considered approximate and subject to revision.